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SOLID COVER 5.0POST SPACINGS FOR PATIO AND COMMERCIAL COVERS »490 MPH WIND AREA <br />0.042=x32<8' Box Beam (Detail MU76)Double 0.042'x31- Beam (Detail MU113) <br />TABLE 5.1 Attached Freestanding 0,Attached Freestanding ct <br />Structure Mullispan Units Structure M•tispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH | A.AX MAX POST LENGTH <br />SNOW WIDTH SPACING REOD POST MIN :FoarER 8, | 10 | 17 POST UIN FOOTER 8 | 10 | 17LOAD (FT) ONSLAB FOR SPACING POST sizE CONSTRAINEDFOOTER SPACING POST SUE CONSTRAINED FOOTE <br />(PSF)(FT) SLAB {FT) TYPE Nr Y 'cr -d. 1 (FT) TYPE V .d. 1.cr 1 V <br />(in) or) (in)Cm) 1 (03 B) On) , Cm) <br />85 MPH 8(POSURE 8 <br />10 3 22-8»8 9·-7- A 18 23 24 26 167 B 22 26 27 29 <br />LIVE 15 197-5-B e-r A 18 2 24 25 14'-11- C 22 25 27 28 <br />LOAD · 4 17-0- B ' 7-10-A 19 22 23 26 15-11• C 22 · 25 26 28 <br />ONLY 4.5 15-1- 8 7-2- A 19 n 23 24 13'-0- C 23 24 26 27 <br />5 15-r B. 6·-8" 8 19 21 23 24 12'-3' D 23 24 26 27 <br />5.5 1204.5 6'-27 8 19 21 22 23 11'-7' D 24 24 25 27 <br />6 11'-4' 8 5'-8- B 19 21 22 23 1511- D 24 24 25 26 <br />6.5 10'-5- B 5-5- 8 19 20 22 23 10'-5'D 24 24 : 25 26 <br />7 9-8·8 5-1*B 19 20 21 23 10'-0-D 24 24 25 26 <br />7.5 9'-1.8 4'-10• B 20 20 21 22 9·.7 D 24 24 24 26 <br />8 8'-6- 8 417 B 20202122-2-025252525 <br />85 847 B 4,4- 8 20 20 21 22 B-10- D 25 25 25 25 <br />9 7-6-B 4'-2- B 20 20 21 22 8'e E . 25 25 25 25 <br />95 7-7 8 49 8 20 20 20 22 87 E 25 25 25 25 <br />10 e.9 8 3'-10" B 20 20. 20 21 7=11- E 25 25 25 25 <br />11 67 B 3'-6'6 20 202021 T-6-E 26 26 26 26 <br />12 4*%B 3'-3- 8 20 20 20 21 TRI E 26 26 26 26 <br />13 5-2 By-0- B 20 20 20 21 6'-7- E 2626 26 26 <br />90 UPH EXPOSURE B <br />10 3 22'2 8 9'-0- A 18 23 25 26 15'-6- B 22 26 2B 29 <br />LIVE 3.5 19-9 B 8-1- A 19 23 24. 25 14'-3- C 23 26 27 29 <br />LOAD 4 17--0-B 7-4- A 19 22 24 25 13·-2- C 23 25 27 28 <br />ONLY 4.5 1 9-1-8 60-8- A 19 22 23 25 12'-r C 23 25 26 28 <br />5 137 8 6'-2- 8 19 21 23 24 11'-7-D 24252627 <br />5.5 tzur 8 5-9- 8 19 21 23 24 .10'-ila D 24 24 26 27 <br />6 11·4•B 5%4- B 20 21 22 24 10-4- D 24 24 25 . 27 <br />6.5 101%6 5'-0- 8 20 21 22 23 9'.10' 0 25 25 25 27 <br />7 9-8.8 4'-1 8 20 20 U 23 9-5. 0 25 25 25 25 <br />- - 75 9'-1 •8 4-6- B 20 2022 23 9-<r D 25 25 25 -26 <br />8 8%6-B 4'-3" B 20. 20 21. 23 8'-r D 25 25 25 26 <br />8.5 8'-Cr 8 4'-0"B 20 20 21 Et 84' D 25 25 25 26 <br />9 7%B · 5-10» B 20 20 21 22 8'-00 E 26 26 26 26 <br />9.5 7%2 w 8 5-8- B 20 20 21 22 7-8- E 26 26 26 26 <br />10 6»-r B 5-6- B 20 20 21. 22 7-9 2 26 26 26. 26 <br />11 027 B ye 8 20 20 20 22 6%11-E 28 26 26 26 <br />12 5'-8-8 3'-0" 8 20 20 20 21 8-6- E 26 26 26 26 <br />18 57 8 2-9- 8 20 20 20 21 6'-2· E 26 26 26 26 <br />90 MPH EXPOSURE C or- 105 MA+EXPE)SURE B <br />10 3 2274· 8 8'-0- A 20 25 26 28 142 C 24 28 30 31 <br />LIVE 3.5 190-5*8 7-2- A 20 24 26 27 13-0 C 25 27. 29 31 <br />LOAD 4 17'*8 6'4' 8 20 24 25 27 12'4* D 25 27 29 30 <br />ONLY 4-5 led- B 5%11" B 21. 23 25 26 11-22 D 25 27 28 30 <br />5 13'-7-8 54 8 21 23 24 26 19-6• D 26 26 28 28 <br />5.5 12-4.8 5'-1' B 21 22 24 25 9'-11-D 26 26 27 29 <br />6 1114.8 4'-9,B 21 22 24 259'2 0 26 26 27 29 <br />6.5 1047 B 4'-5-B 21 22 23 25 8'-11- D 27, 27 27 28 <br />7 9'€8 4-2 B 21 22 23 24 E€ E 27 27 27 28 <br />7.5 921•8 3-11" B 21 21 23 24 8'-1.E 27272728 <br />8 84.B 3'-T B 21 21 23 24 7-9 E 27 27 27 28 <br />8.5 54-B 3-6» B 21 21 22 24 na- E 28 28 28 28 <br />ST-5-B 5-4- 8 21 21 22 24 7-2- E 28 28 28 28 <br />9-5 7'-r 8 5-2" B 22 22 22 23 6'-11-E 28282828 <br />10 64'B 3-0- B 2222 22 236'4r E 28 28 28 28 <br />11 6-2-B 2-9-8 22·22 22 23 6%2' E 28 28 28 28 <br />12 5%B 27 B 22 22 22 23 540- E 28 28 28 28 <br />13 57 B 7-5- 8 22222225'-6-829292929 <br />Double 0.040'kn£.625'Beam (Detail MU113) <br />Attached Freestanding 01 <br />Structure Multispm Units <br /> UAK MAX POST LENGTH <br />POST UN FOOnER 8' 1 10 1 12 <br />L SPACING POST SIZE CONSTRAINED FOOTER <br />(FT) TYPE 7 <br />(in) <br />14'-6- B 21 <br />13·-4- B 21 <br />12%8' B 22 <br />11•-8"C 22 <br />11'-0- C 22 <br />19-9 C 23 <br />90-11- C 23 <br />D <br />9-1- 1 24 <br />2-9- D 24 <br />8'-5- 0 24 <br />84"D 24 <br />7-10- D 24 <br />7-7 D 24 <br />7'-4- D 2S <br />6'-11- D 25 <br />E 25 <br />EZ E 25 <br />13'.10- 8 21 <br />129- B 22 <br />11·-10" C 22 <br />1101. C 23 <br />10'-5- C 23 <br />9-1 V C 23 <br />C 24 <br />9-7 D 24 <br />8'7 0 24 <br />5-1..0 24 <br />7-11'D 24 <br />7-8- 0 25 <br />7-9 D 25 <br />7-2- D 25 <br />6--11- D 25 <br />8% 0 25 <br />0-2- E 26 <br />9-10 E 26 <br />124- 0 23 <br />11·4-C 24 <br />10-10 C 24 <br />10'-2- C 25 <br />9-7- D ' 25 <br />9'-7 D 25 <br />E-7 D 26 <br />82' 0 26 <br />7-10-D 26 <br />74- 0 26 <br />T.2 0 27 <br />5-110 0 27 <br />e-fr £27 <br />6'€E 27 <br />E 27 <br />9-17 E 28 <br />5-6" E 28 <br />57 E 28 <br />On) i Cm) I On) <br />26 25 <br />25 <br />25 <br />25 <br />24 <br />24 <br />24 <br />23 <br />24 <br />24 <br />24 24 <br />24 <br />24 <br />24 <br />26 <br />25 30 <br />25 <br />25 <br />25 26 <br />26 <br />25 <br />25 <br />25 <br />24 <br />24 <br />24 25 <br />24 25 <br />24 25 <br />24 25 <br />25 25 30 <br />25 25 <br />25 25 <br />25 <br />25 <br />26 <br />26 <br />28 <br />28 <br />27 <br />26 <br />26 <br />26 40 <br />26 27 <br />26 27 <br />26 <br />27 - 27 <br />27 27 <br />27 27 <br />27 27 <br />27 27 <br />28 20 <br />28 28 <br />28 28 <br />D:Dibt&*5?EWWWBOOD?t:32:!31@W.:Vyw 131&101*27 2:btuMbtWWWN <br />Muy:&1% Vt: M <br />0-042'39328» Box Beam (Detail MU76) <br />TABLE 5.1 Attached Freestanding 01 <br /> Structure Mumspan Units <br />1 TRLS POS r POST MAX MAX POST LENGTH <br />WIDTH SPACING REOD POE MIN FOOTER 8' 10 | 12(FT) ON SLAB FOR SPACING POST SLZE COMSTRAINED FOOTEF <br />(FD SLAB (FT} TYPE <br />90 MPH EXPOSGE C or105 IrHE»*)SURE B <br />3 114- B 6'.1•A 18 23 25 26 <br />15 9-8' B 5-5' B 18'23 3 26 <br />4 Ze B 4'-1(r B 19 22 24 25 <br />45 - 74- 8 4%9 B 19 22 23 25 <br />5 6'-9-. B 4%(r 8 19 21 23 24 <br />5.5 6·-2- 8 3%8- B 19 21 23 24 <br />5 5-2"By-5- 8 19 21 22 24 <br />6.5 5-2-B 2-1 8 19 21 22 23 <br />7 440- B ye B 19 20 2 23 <br />75 4*2-10- 8 19 20 22 23 <br />8 432 B Mr · 8 19 20 21 23 <br />85 4'-0· Bye 8 19 20 21 23 <br />9 34 8 2-9 8 19 20 21 22 <br />9.5 30-7 8 B 19 19 21 S <br />90 MPH e<POSUJ:E B <br />3 9-6-B WAY B 16 22 23 24 <br />15 8-2'B 5-r B 17 21 22 24 <br />4 7'-1-8 . 5-1- 8 17 21 22 23 <br />45 e-w 8 4'7 8 17 20 22 23 <br />5 5-8- 8 4-2- B 17 20 21 23 <br />55 5-2 8 3-11' B 17 20 21 22 <br />6 4-9- B 5-7 B 17 19 21 22 <br />6-5 4'-4-6 3-4-B 17 19 20 22 <br />7 4'-V B 5-7 B 17 19 20 21 <br />7-5 8 2-11- 8 17 19 20 21 <br />8 5-6-B 2-9'B 17 18 20 21 1 <br />8.5 7-4' B 7-8 B 17 18 20 21 <br />9 5-2 8 74' B 17 18 19 21 <br />9.5 3'-T B Te 8 17. 18. 19 21 <br />90 MPH EXPOSURE C or 105 Ual EXPOSURE D <br />3 9-6.8 548-B 18 23 24 26 <br />3.5 Mr B 9-0-B ' 18 22 24 25 <br />4 7-1-8 4'-6-B 18222325 <br />4.5 5-4-8 4-1"2 18 n 23 24 <br />5 5-8=8 34'B 18212324 <br />5.5 57 B 3-5-8 18 21 22 24 <br />6 47 B 3'-r B 18 21 M 23 <br />65 4-4*8 2-11- B 18 20 22 23 <br />7 401'8 2-9- 8 19 20 22 23 <br />7.5 8 2'-7-B 19 20 21 23 <br />8 5-6-8 2'« 8 19 20 21 22 <br />8.5 N.8 7-4-8 19 19 21 22 <br />9 3'7 8 27 81919 21 22 <br />90 MPH' EXPOSUSE B <br />S 8 9-5- 8 16 21 22 24 <br />35 Be B 0-14 8 16 20 22 23 <br />4 98 B 41.4-B16202ln <br />45 4%9"8 5-11- B 16 20 21 22 <br />5 4'-4-B 3%7- 8 16 19 21 22 <br />55 3'-11-B 37 8 16 19 2022 <br />6 3'-r B 3'47 B 16 19 20 21 <br />&5 3'-4-B 7-1 B 16 18 20 21 <br />7 3-1' B 7-8' B 16 18 20 21 <br />7.5 2-10' B 2'-6" B 16 18 19 21 <br />8 2-8- 5 74-8 18 18 19 21 <br />85 2-6- B 7-2- 8 16 18 19 20 <br />9 214'8 24- B 16 18 19 20 <br />rly.I¥ <br />Double 3.042938- Beam (Detail MU113) Double 0.0401*25(6.e'25- Beam (Detail MU113) <br />Attached Freestanding 01 Attached Freestandng 01 <br />Structure Mulaspen Units Structure Multispan Units <br />MAX POST LENGTH MAX WAX POST LENGTH <br />POST MlN Foonip 8' | 10' 12' POST MIN FOOTER W | 10 17SPAWNG POST $122 CONSTRAINED FOOT-StSPACIN< POST SUE CONSTRNNEDFOOTER <br />(FD TYPE (Fn TYPE <br />11-e O . <br />10'-5- C <br />109 D 9'-6' - C <br />9-8- D 85-9' D <br />8&11- D <br />8-7 0 <br />84- D <br />74- D <br />7-9 E <br />72' D <br />r=r E 6'-to' D <br />7-0• E 6-6- D <br />5-7 E <br /><-r E <br />6-3- E <br />5-11- E <br />6·-0- E 5'-2 E <br />5-9- E ' 5'€ E <br />5%6- E <br />5-3- E <br />52- : E ET E <br />11'-10- O 109" C 19 23 25 26 <br />10-10- D NO" C 20 23 24 26 <br />9'-11' D 21. 24 25 27 9-1· D 20 23 24 25 <br />9-3- 0 2123 25 26 8'5» D 21. 22 24 25 <br />5-C 0 22 23 24 26 7-11• D 21 22 23 25 <br />8%1' 2 22 23 24 25 re 0 21 22 23 24 <br />7-80 E 22 22 24 25 7-1·O 21 21 23 24 <br />7-3- E 22 22 24 25 64' E 22 22 23 2. <br />6'-10· E n n 23 25 6'-W E 22 22 22 24 <br />e€E 22 22 23 24 A- E 22 22 22 23 <br />6·S E 23 23 23 24 8-10» E 22 22 22 23 <br />9-11* 2 23 23 28 24 5'-8 E 22 22 22 23 <br />5%623232324 WE2222223 <br />9-6- E. 23 23 23 24 5-7 E 23 23 23 23 <br />19-10- D 22 26 28 29 9%10' C 21 25 27 28 <br />9.10-0222627299#D m 24 26 27 <br />9'-1- 0 23 25 27 28 8'-4- D 22 24 26 27 <br />¢-5-D 23252728 7-9- D 23 24 25 27 <br />7-10= E 23 25 26 28 7-3- 0 23 23. 25 26 <br />7-4.E 24 24 26 27 5-10" D 2323 25 26 <br />6'-11" E 24 24 25 27 5-9 D 23 23 24 26 <br />6-6.E 24 24 25 27 Al. E 24 24 24 25 <br />FT E 24 24 25 26 5-'to» E 24 24 24 25 <br />9-1'E 24 24 25 26 5-60 E 24 24 24 8 <br />9--r"E 24 24 24 28 5-4-E 24 24 24 25 <br />94·' E 25 25 25 26 5-1' E 24 24 24 25 <br />5-1.E 25 25 25 4'-10- E 24 24 24 24 <br />19-7- D 19 24 <br />97 0 20 24 3 i -=liliffLS 111 <br />8'-10- 0 20 23E-7 E 20 23 24 25 BUILDING PRODACVS <br />7-7- E 21 22 24 <br />T-1" E 21 22 24 <br />6'-8"E 21 22 23 24 <br />5-3- E 21 22 2% 24 f / 1 <br />57-11- E 21 21 <br />5'-8- E 21 21 <br />5-4- E 22 22 <br />5-1- E 22 22 <br />4·-11- E 22 22 <br />(in) (k» 1 (in) i (tn) i <br />27 28 <br />26 28 <br />26 27 <br />25 27 <br />25 27 <br />25 26 <br />24 26 <br />25 26 <br />25 25 <br />25 25 <br />25 25 <br />25 25 <br />25 25 <br />25 25 25 <br />25 26 28 <br />24 26 2752 8 <br />25 27 <br />25 26 <br />24 26 <br />24 26 <br />24 25 <br />24 25 <br />24 25 <br />24 24 <br />24 24 <br />24 24 <br />25 25 <br />25 25 <br />25 25 <br />25 25 <br />e <br />VIL*CAU 600* <br />DEC 5 011 <br />888!83 <br />ICC ESR 1953 (2009 ]BC) 12/5/2011 <br />Page 39 of 101